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+ 24'-0" <br />TOP OF PARAPET. <br />SEE STRUCT. DWGS. <br />+ 1.1'-4" <br />J. BEARING -w LOW POINT. <br />SEE STRUCT. DWGS. I <br />+ 10'-0" <br />NV BOTTOM OF CONC. BEAM <br />SEE STRUCT. DWGS. <br />F.F E. <br />+ 24'-0' <br />TOP OF PARAPET. <br />SEE STRIJCT. Ouns. <br />+W <br />J. WARM a HIGH <br />SEE STfWCT. DWGS. <br />4 0.. <br />FPS. <br />13 <br />BUILDING SECTIONS C-C <br />SCALE. 1/4" = 1'-0" <br />2 <br />A-6.1 <br />I <br />SECTION KEY NOTES <br />❑I 8- GMU 4 METAL FRAME PARAPET, 3/4" 3 GOAT SMOOTH 5TU000 PAINTED. <br />�2 NEW DECORATIVE EIF5 EXTRUSION WITH LIGHT TEXTURE FINISH. 64. SHALL <br />SUBMIT SHOP DA6'5 FOR ARCHITECT'S REVIEA. CO. SHALL INSTALL AS <br />MANUFAGTURER'5 RECOMMENDED SPECIFICATIONS. <br />0 3/4" THICK STUCCO FINISH IN (5) GOATS ON PAPER BACKED METAL LATH (1) LAYER ON 30 <br />LB. FELT PAPER ON 5/6" EXTERIOR GRADE DEN56LA55 5HEATHING SECURELY ATTACHED <br />TO 2X8 PT ® 52" ON 8" 16 GA. STUD FRAMING SPACED a 16" O.G. G.G. SHALL PROVIDE <br />CONTROL JOINTS AS SPECIFIED IN EXTERIOR ELEVATION5. (10'-0- O.G. MAX) PAINT FIN15H <br />TO BE SELEGTr-D BY ARCHITECT/OWNER. <br />® LEDGE5TONE COLUMNS (TYP) OAENS CORNING CULTURED STONE COUNTY <br />LE0GE5TONE- GHARDONAY C5V-20006. GG. PROVIDE SAMPLE AND INSTALL <br />A5 PER MANUFACT. RECOMMEND. <br />❑5 STEEL GIRDER. SEE 5TRUGTURAL DRAWINGS. <br />© FIRE RATED CANVAS CANOPY. GC. SHALL PROVIDE SHOP DRAWING d INSTALL AS <br />PER MANUFACTURER 5PEC5. SEE EXTERIOR ELEV. FOR COLOR SPEC. <br />REINFORCE CONCRETE BEAM. RE: STRUCTURE. <br />® COPING FLASHING AND COUNTER FLA5HIN6 SECURELY ATTACHED TO P.T. WOOD NAILER. <br />DOLOR TO BE SELECTED BY OWNER / ARCHITECT. <br />�q 6" STEEL COLUMN. SEE STRUCTURAL DWG'5 . <br />10 IMPACT RE815TANT WINDOW -DOOR STOREFRONT, COLOR ALUMINUM ANODIZED TO MATCH <br />EXISTING SHOPPING CENTER. RE: WINDOW -DOOR SCHEDULE. <br />nil BOND BEAM GAP. SEE 5TR141LRAL. D100 S. <br />12 CONTINUOUS METAL COPIN6 SECURELY ATTACHED TO 5/8" DEN56LA55 ON 3-5/8" 20 <br />GA METAL FRAMING AT 16" O.G. SEE STRUCTURE. <br />13 CONCRETE FOOTING, RE: STRUCTURE. <br />14 CONTINUOUS I/2" EXPANSION FIBER, TYP. <br />IS 6 MIL. V15OUEEN STEW WRAP POLYETHYLENE OVER WELL GOMPAGTED FILL. SEE <br />STRUCTURAL DRAWIN65, TYP. <br />561 STEEL JOISTS. RE: SEE STRUCTURE VMS. <br />17 EXPOSED WALL <br />IS PAINTED GONG. BLOCK YV/ 2 GOATS RIUST-OLEUM AATERTITE LV (LOW VOG) <br />Fi-,41 CONCRETE COLUMN. SEE STRUCTURAL DAG'S. <br />20 WA <br />21 4" THRESHOLD LONG. SLAB BELOW DOORS. RE: 11,12/ A-3.1 <br />22 ROOF INSULATION. SEE ROOF PLAN E ROOF DETAILS. <br />23 WELL COMPACTED FILL. <br />24 METAL DECK. ,RE: STRUCTURE. <br />25 CONCRETE BEAM/BOND BEAM SEE STRUCTURAL DW6'S <br />26 I HR RATED DEMISING PARTITION - SEE WALL TYPE5 SHEET A- <br />2'1 4" REINFORCED SLAB ON 6RADE <br />26 ROOF SYSTEM JOHN MANSVILLE 5BS MODIFIED BITUMEN Al 6LASKAP OR <br />MEMBRANE, N.O.A. 13-01241.1cl OR EQUAL. PROVIDE MIN. 4" INSULATION A/ <br />MIN. R-IQ INSULATION VALUE. <br />29 24 GA. GALVANIZED STEEL "5M" SURFACE MOUNTED RE6LET A5 MANUFACTURED BY <br />"FRYREGLET" OR APPROVED EQUAL. 6.C. SHALL APPLY POLYURETHANE SEALANT AS <br />REQUIRED BY MANUFACTURER AT TOP AND IN RECESS TO SEAL AGAINST WATER <br />PENETRATION. <br />® TERMINATION BAR AS MANUFACTURED BY "FRYREGLET" OR APPROVED EQUAL. G.G. <br />SHALL PROVIDE SEALANT AS REQUIRED BY MANUFACTURER. <br />31 RUBEROID BASE FLASHING. <br />32 CONTINUOUS 4" ENER6YGUARD CANT STRIP SET IN BITUMEN A5 MANUFACTURED BY <br />JOHN MANSVILLE <br />33 I" GYP BD ON I" FURRING Al R=4.1 RIGID INSULATION <br />IN CAVITY TO UNDERSIDE OF DECK <br />® 2 x 12 P. T. ROOD NAILER <br />35 STEEL ANGLE AT 16" O.G. IN METAL STUDS OR CONCRETE GAP. SEE STRUCTURAL <br />DRAAING5. <br />® CONT. 226A TOP CHANNEL FAST. TO STRUCTURE A/ LOW VELOCITY POWER ACTUATED <br />PIN5-TYP. <br />31 PROVIDE FIRE 5AFING AND SEALANT AROUND ENTIRE PERIMETER OF DEMISING <br />PARTITION.. <br />38 R-IQ BATT INSULATION <br />39 1/2" STUCCO JOINTS, FRY REGLET CHANNEL SCREED # P56-15-50 <br />I <br />I <br />I <br />r, � I <br />V—IJ <br />r <br />24 I <br />' a <br />\ <br />k <br />9 <br />9 <br />I <br />10 <br />Im I <br />10 I <br />10 <br />ID <br />n <br />ID10 <br />1 <br />I <br />: <br />lut <br />I <br />} <br />IE <br />I <br />L_ <br />- <br />•c <br />..r <br />..r,.r.I <br />z; <br />- <br />Ki <br />r� <br />J <br />BUILDING SECTIONS D-D <br />SCALE: 3/16" = 1'-0" <br />RAM <br />N <br />. Tec <br />w e�'i n a <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes, FI. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect.com <br />www,dtiarch itect.com <br />Pizarro, R.A. <br />0013079 <br />Revisions: <br />Date Description <br />A <br />W <br />U <br />0 <br />P <br />tn <br />� <br />� <br />0 <br />a <br />a� <br />o <br />� <br />o <br />H <br />� <br />a <br />Z <br />0� <br />0 <br />,-a <br />0 <br />U <br />� <br />� <br />a <br />W <br />� <br />0 <br />a <br />O <br />� <br />0 <br />U <br />W <br />N <br />x <br />� <br />x <br />N <br />Job Number: <br />12049.01 <br />File name: <br />Issued Date: <br />07.16.13 <br />Drawn by: <br />MCab <br />Checked by: <br />C.PIZARRO <br />SHEET NAME <br />BUILDING <br />SECTIONS <br />(- <br />W <br />Un SHEET NUMBER <br />W <br />A-59 I <br />a <br />